Article

ISSN: 1451-4117

E-ISSN: 1821-3197

DOI:10.5937/jaes15-14663

Volume 15 article 456 pages: 377 - 382

It is proposed the computational model of the dynamic loading in longitudinal and transverse reinforcement at instant emergence of the spatial сrack in reinforced concrete constructions under the action of torsion with bending. The dependences have been obtained for the determination of stresses in stretched reinforcement, vertical and horizontal reinforcement stirrups in cross section with a crack.

Geniev G. A., Kolchunov V. I., Klueva N. V. & oth. (2004), The strength and deformability of reinforced concrete of constructions at beyond design impacts, ASV Publ., Moskow, 216 p. [In Russian]

Kolchunov V. I., Klueva N. V., Androsova N. B., Bukhtiyarova A. S. (2014). Vitality of buildings and structures under beyond design basis impacts. ASV Publ., Moskow, 208 p. [In Russian]

Emelyanov, S., Nemchinov, Y., Kolchunov, V., & Yakovenko, I. (2016). Details of largepanel buildings seismic analysis. Enfoque UTE, 7(2), pp. 120 – 134. [In English].

Kolchunov Vl.I., Yakovenko I.A. (2016). The calculation model of static and dynamic deformation reinforced concrete constructions in bending at the destruction moment of stretched concrete matrix. Scientific Journal “Transactions of Kremenchuk Mykhailo Ostrohradskyi National University”. Vol. 3(98), part 1, pp. 56–62. [In Russian]

Kolchunov Vl.I., Fedorov V.S., Pokusaev A.A. (2016). The calculation of the distance between spatial cracks and the width of their opening in reinforced concrete structures under torsion with bending. Housing construction. Vol. 5, pp. 31–37. [In Russian]

Kolchunov Vl.I., Salnikov A.S. (2016). The results of experimental studies of cracking of reinforced concrete structures in torsion with bending. Building and reconstruction. Vol. 6 (68), pp. 22–28. [In Russian]

Salnikov A.S., Klueva N. V., Kolchunov Vl.I. (2016). The method for determining the minimum load and the coordinates of the spatial crack formation in reinforced concrete structures under torsion with bending. Industrial and Civil Engineering. Vol. 1, pp. 52–57. [In Russian]

Salnikov A., Kolchunov Vl., Yakovenko I. (2015). The computational model of spatial formation of cracks in reinforced concrete constructions in torsion with bending // Applied Mechanics and Materials. Vols. 725– 726, pp. 784–789. [In English].

Kolchunov Vl.I., Rypakov D.A. (2016). Modeling spatial cracks in concrete structures under torsion with bending. Structural Mechanics of Engineering Constructions and Buildings. Vol. 5, pp. 11–16. [In Russian]

Pokusaev A.A., Schavukina M.V., Kolchunov V.I. (2016). The calculation of the distance between spatial cracks and the width of their opening in reinforced concrete structures under torsion with bending (case 1). Structural Mechanics of Engineering Constructions and Buildings. Vol. 2, pp. 20–29. [In Russian]

Bondarenko, V. M. and Kolchunov, V. I. (2004), The computational model of a power resistance of reinforced concrete, ASV Publ., Moskow, 472 р. [In Russian]

Golishev, A. B. and Kolchunov, V. I. (2009), The resistance of reinforced concrete, Osnova Publ., Kiev, 432 р. [In Russian]